Loading...
HomeMy WebLinkAbout009 - C600 Fire Service4975 4980 4990 5000 4975 4980 4990 5000 SEWER CROSSING STA 0+16.00 TOP = 4981.82 BOT = 4981.13 STORM DRAIN CROSSING STA 0+24.00 TOP = 4988.36 BOT = 4987.09 FG-4989.490+00 FG-4990.13FG-4989.930+73 BT BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNG BPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBT8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SD SD D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDD D 8W8W8W8W8W8W8W8W8W8WFIRE FIRE FIRE FIRE FIRE WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS 0+000+75STA 0+59.63 4" 90° VERT. BEND INV= 4980.54 W/ THRUST BLOCKSTA 0+05.00 8 X 4 TEE 4" INV= 4980.33 STA 0+57.08 EXTERIOR BLDG WALL SEE DETAIL THIS SHEET FOR CONNECTION TO BUILDING STA 0+05.00, 2.50' RT 2" SADDLE W/ CORP STOP FIRE SD SDSD STA 0+46.00 CONNECT TO EXISTING 4" STUB WITH 4" GATE VALVE INV= 4980.54 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGE TO BE THREADED ON STANDPIPE, MJ TO FLANGE ADAPTERS NOT ACCEPTABLE (TYPICAL FOR ALL RISER CONFIGURATIONS) 3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE MJ BOLT HOLES (TYP) - 5/8" RODS ACCEPTABLE FOR 4" LINES FLOOR 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP) MECHANICAL JOINTMAIN TAPPING TEE & VALVE, OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) THRUST BLOCK 90° BEND WITH THRUST BLOCK FLANGED OS&Y VALVE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGED OS&Y VALVE PROVIDE FLEXIBLE, WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. MECHANICAL JOINT 90° BEND WITH THRUST BLOCK FLOOR FLANGED OS&Y VALVE 1' MIN TO 2' MAX 2' MIN TO 3' MAX CLEARANCE ABOVE FINISHED FLOOR COATED STEEL WALL PLATE, 5/16" MINIMUM THICKNESS CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY 1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. 2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: A.UL OR FM LISTED. B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C.INSTALLED AS SHOWN ON THE APPROVED PLANS. 3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVE THE FINISHED FLOOR. 6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW ASSEMBLY TO BE 90° BEND DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) 10'-0" MAX* MECHANICAL JOINTOUTSIDE WALL*PER NFPA-24 FIG A.10.6.3.1 WALLVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\019 - SWX SITE PLANS 1-3\ACAD\SHEETS\C600 FIRE SERVICE.DWG PLOTTED BY:CELINE SAUCIER ON Jul/14/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle SRX CLUB HOUSE BOZEMAN MONTANA FIRE SERVICE 5659.019 8 C600 CMS CMS JAU 07/14/2023 NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWER SUPERINTENDENT. 3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING. 4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES. 6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OF BOZEMAN 7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3. 9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN AND ONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1. 10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER. 11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE. 12.THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH (4") FIRE SERVICE LINE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. 15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIO POLYETHYLENE ENCASEMENT AROUND PIPE. GENERAL NOTES:ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USED ONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORK AND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THE WORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALS FURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THE ESTIMATED QUANTITIES. STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE. INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH. QUANTITY SCHEDULE ITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY 101 4-INCH CL 51 D.I.P., AWWA C151 102 4-INCH GATE VALVE 103 4-INCH 90° BEND 104 4-INCH OS&Y FL X FL VALVE & ASSEMBLY 14 1 *ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK FLUSHING REQUIREMENTS ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR THE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERS OF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICE SIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION. SYSTEM CLASSIFICATION CLASS 1 SYSTEM LF EA 1 EA 1 EA EXISTING GRADE FFE = 4990.10 02660-13 - PROPOSED GRADE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 FFE = 4990.10' MECHANICAL ROOM 11.54' X 7.5'CANTER AVEBROOKDALE DR FIRE SERVICE LINE 1 TYPE A TRENCH BACKFILL TYPE 1 BEDDING STATION 0+00 TO 0+75 INSTALL ± 14 LF OF 4" CLASS 51 DIP AWWA 151 INSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANCE BETWEEN CONCRETE AND PIPE MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE FACE & INTERIOR WALLS. BOTTOM OF FLANGE ELEVATION = 4991.60 6.5' MIN COVER 02660-13 - FOR OS&Y VALVE INSTALLATION SEE DETAIL 2" TYPE K COPPER WATER SERVICE No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER STA 0+57.08 CONNECT TO EXITING 6" STUB WITH 6" GATE VALVE INV = 4980.54 STA 0+59.63 INSTALL 90° VERT BEND INV = 4980.54 W/ THRUST BLOCK